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1 ABBREVIATIONS 2 STRUCTURAL NOT
& AND AL INC E(S) 01000:GENERAL REQUIREMENTS 430012 CONCRETE 06102 FRAINC NOTES o
0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPEOFlCATIONS ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE NS FRAMING CONNECTORS ACCESSORIES.AND FASTENERS AS NOTED N THE PLANS AND 4 ROUGH FRAMING NAILING SCHEDULE
FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS NOTES SPECIFICATIONS STE CONDITIONS STANDARD AQ 318-05"BUILDING CODE REQUIREMENTS FOR STRUCTURAL TE'. DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE.EQUIVALENT HARDWARE -
INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT RHO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGItEER OF RECORD,INSTALL AU.HARDWARE RON71 FRNMC MARC MEDDLE(N TEL O SC TA9E 1704.9.1)
/ POUND(S),NUMBER JST. DINT CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT ANO CONCRETE SHALL CONFORM TO IBC SECTION 1901 ADMIXTU ALL BE PER MANUFACTURERS'SPECIFICATIONS.WHERE STRAPS CONNECT TWO MEMBERS .0
EQUAL(5) THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO APPROVED By THE ENGINEER OF RECORD AND SHALL COMPLY WITH AO 31 CTION TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTION FASIENNG
/ PER ARCHITECTURAL PLANS FOR OPENINGS ARCHITECTURAL TREATMENTS AND DIMENSIONS 36.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR E SOLID BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER 1.JOIST TO SILL OR GIRDER (3)4131"X25"TDENALS U ?;
K I:PS(1000) NOT SHOWN,CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC NOT SHOWN. ADMIXTURE CONFORMING TO IBC SECTION 1904.2.THE USE OF WATER SOLUBLE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,CR 2.BROOM TO MST (3)0.131•X 2.5'TOENAILS EA.END Z m
A8 ANCHOR BOLT LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY IN SHALL NOT BE USED, SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBE TABLE 2304.9.1 OR TO 3 IX6 OR LESS SURLR TO,6I. (2)0.131 X 25"FACE NAL
ABV. ABOVETHE FASTENING SCHEDULE ON SHEET 51.1. 4.MOOR THAN DR SI1OlR TO JSL(3)0.131"X 25'FACE NAL E.
ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REWIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESGTS TO ENGINEER OF RECORD FOR ••-OV_::* S 2'SDFLOOR TO JST./QROER (2)0348'X 325"BUNT&FACE NM m
ADI ADJACENT LB. LAG BOLT(S) ERECTION.BACXD1LL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESGNS SHALL BE REN I ON NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS 12.BM JOIST TO TOP PLATE (1)0148 X 335 Al 1Y D.C.TOENAIL m "'
PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. T4BULT-UP ORDERS AND BEAMS (1)4148•%3.15"AT 1Y EA EDGE STAGGERED
o
ALUM. ALUMINUM I.E. LENG(fTUDINAL) - FOLLOWS:
ALT. ALTERNATE LGMF LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FCR COORDINATION OF ALL WORK.THE CONCRETE MX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS '"- NAIL SIZE DIAMETER LENGTH IT"m
APPRX APPROXIMATE(LY) Llai LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION,
ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTALBd 0.131' 2.5' N w
ASSY ASSEMBLY LLV LONG LEG YERTCAL
STORING,AND OTHER WORK WITH ALL LITOTES AND ADJACENT PROPERTIES CALL THE ZB DAY MAX MAX AIR SPECIAL LOCATION 10d 4148" 30' C
B. BOTTOM L41 LONG SLOTTED HOLE(S) UTRJTY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344, STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND �`. 12d 0.148' 325'
BEL BELOW LT.WI. UST WEIGHT Fe(PSI) RATIO (INCHES)(PERCENT) REQUIRED APPUCATION 16d 0.162' 35' CER,
8EN BOUNDARY EDGE NAXJNG LW. LIGHT WEIGHT 011012 COOS REQUIREMENTS „s' C 5,.•
B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 1014 ORSC(2014 OREGON 2500 0.45 4±1 031 NO FOOTINGS -' UNLESS NOTED OTERWISE PER SEARWALL SCHEDULE OR PLANS ANCHOR BOLTS AT UJ m
BLDG BUDDING NAS MASONRY 3000 0,45 44.1 541 NO EXTERIOR SLAB - C
STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. SILL PLATES SHALL BE 5/8'DIAMETER NTT r MINIMUM EMBEDMENT INTO CONCRETE n
BLK. BLOCK MAST. MASONRY DRIVEWAYS CURBS WALKWAYS PATIOS.PORCHES,STEPS EXPOSED AND SHALL BE SPACED NOT MORE THAN 4 FEET APART, THERE SHALL BE A MINIMUM 4.
O 4.V
BLKG BLOCKING MAT. MATERIAL 01204 DESIGN LOADS HEATHER.AND GARAGE FLOORS OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12'NOR LESS 7 s 'd'
BLW. BELOW MAX MAXIMUM UVE LOADS 2500 0.50 531 047 NO ALL OTHER CONCRETE THAN 4.5'FROM EACH END OF TIE PIECE. A 3')(3'X0.229'PLATE WASHER STALL BE U I.'0
N. BEAM M.B. MACHINE BOLT m
BMU BRICK MASONRY UNIT ANN METAL BUILDING MANUFACTURER BECK( ) 25 PSF ONE COMPRESSOR TEST MINIMUM SHALL BE COMPILED FOR EVERY 15D CUBIC YARDS OR
PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A 13/16' a N
DECK(LIVE) 40 PSEo m
BN BOUNDARY NAIUNG MECH. MECHANICAL 5000 SQUARE FEET OF SURFACE AREA FOR EACH MX BESION PLACED EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOLE N THE 3'X 3'PLATE WASHER IS ALLOWED NTH A
BNORY. BOUNDARY \CEA MASONRY EXPANSION JOINT SNOW LOAD DESIGN DATA: TEST SHALL BE THE AVERAGE STRENGTH O TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASTER tom N
B.O. BOTTOM OF MER, MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED AGE.ADDITIONAL CYLINDERS MAY ADE F
8.4E BOTTOM OF EXCAVATION MFR MANUFACTURER Pg=20 PSN,Pf=14 PSN,Ce=IL M=1,0,Cl=1.0, NFORMATION REGARDING POST TENSIONING,FORM REMOVAL,STRENGTH DE AENT, m102 J067 AO BEA.NAMtGERS
B.O.F. BOTTOM OF FOOTING MN, MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF:
BRDG BOTGEONG) MSC MISCELLANEOUS NANO DESIGN DATA(UPLIFT): I.NO TEST FALLS 500 PS BELOW THE SPECIFIED STRENGTH 6 JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY
BRG BEARING MIL METAL BASC LUNO SPEED 120 MPH(ULT.)93 MPH(ASD) 2.THE AVERAGE O ALL SETS OF 3 CONSECUTIVE TESTS DOLS NOT FALL SIMPSON STRONG-TIE EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY U
BTM. BOTTOM
MND IMPORTANCE FACTOR H.=1.0 BELOW THE SPEOFIED STRENGTH. ENGINEER OF RECORD.MOST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS
DTWN. MIXER (N) NEW MURE ND EXPOSURE: EXPOSB CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TE
N.LR NON-LOAD BEARING TOPOGRAPHICAL FACTOR: Krt=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER `
C CAMBER NSI NUMBER INTERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 06104:SNIWRACE OF WOOD FRAMING
CAME. CAMBER(ED) N.S. NEAR SIDE COMPONENT/CADGING WIND PRESSURE: P(C)=25 PSF RESTORING WHERE REWIRED,SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO
N.T.S NOT TO SCALE PROPOSED RESTORING PLANS TO THE ENGINEER OF RECORD FOR RENEW COMPRESSOR OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING,ELECTRICAL AND 2
CANT. CANTILEVER(ED) MECHANICAL SYSILMS AS YELL AS EXTERICR FINISHES SHALL BE DESIGNED AND BUILT r., SO-1 (3) &(I) .0)., +40 S
CF CUBIC FOOT N.W.CNORMAL WEIGHT CONCRETE EARTHQUAKE DESGN DATA: 2%8 TRIMRAL POSE 1 e
CI.P. CAST IN PLACE SEISMIC IMPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 IN. TO ACCOMMODATE 1/4 NCIH PER FLOOR W000 SHRINKAGE.THE USE OF/MN DRIED q (DP.) S
O.0 ON CENTER SPECTRAL RESPONSE ACCELERATIONS Ss=1,004 51=0.442 SPECIFIED BY THE ARCHITECT. LIMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO - ��
C.J. CONSTRUCTOR JOINT COL BELOW - _. O Na;o
Q CENTER UNE 0.0. OUTSIDE DIAMETER STE CLASS SITE CLASS 0 APPLICATOR OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. a Z m ,W
O.F. QU1SIBE FACE SPECTRAL RESPONSE COEFFICIENTS SOS=0.735 ST=0.46
CLR. CLEARG 0.H. OPPOSITE HAND SEISMIC DESCN CATEGORY: SEISMIC DESGN CATEGORY D 'Willi o y ¢
COL COWAN OPNG. OPENING BASO FORCE RESISTING SYSTEM BEARING WALL SYSTEM 06160:11000 SHEATHING �1, 4r8 �' �d,�" �P
GONG CONCRETE DPP. OPPOSITE DESIGN BASE SHEAR: Cs=4120 W STRUCTURAL HOW SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE 7 �2 II' �� IIIII 1P 3 1y, >�
CONN. CONNECTION ORNT. ORIENTATE(ION) RESPONSE MODIFICATION FACTOR R=6.5(LIGHT-FRAME WALLS) 03104 REtfOROIC STEEL AMERICAN PLYWOOD ASSOCIATION WOOD SHEATHING PANELS SHALL BE C-D INT APA I 703 1
CONST. CONSTRUCTION 058 ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
REINFORCINGESTEEL DETAILING FABRICATOR AND PLACEMENT STALL BE PE WITH EXTERIOR 0.UE COX.ORIENTED STRAND BOARD _
-
CONT. CONTINUOS O.WJ. OPEN WEB JOIST 318-05,REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS (COX). (CSB)PANELS SHALL BE
CTSK. COUNTERSINK O3GB CEOIEaMCN.INFORMATION EXPOSURE 1.PANELS SHALL HAYS DIE FOLLOWING THICKNESS,SPAN RATING AND SD-1 TWAT SD-1
PAR PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT NTH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(fp40 KSI)FOR/3 BARS ONLY FASTENING UNLESS NOTED OTHERWISE PER PLAN:
CTR. CENTER(ED)YAR ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTIR A-615 DEFORMED BARS GRADE 60(fr60 KS FOR 4 BARS MD EDGE FIELD h
CT CUBIC YARD P/C PRECAST (Y` ) / NAILS NAILS < n n I n
PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED - ASTM A-706 DEFORMED BARS GRADE 60(4=60 KSO FOR ALL WELDABLE ROOF: 7/16'40/20 C-D APA COX TAG 8d AT 6' 8d AT 12' 2P8 0 16'OC a a c.,',PERP, PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BAR(fr60 KS)FOR WELDED WIRE FABRIC / /20 TAG 10d AT 6' 10d AT 12' I w
d DROPPEDDROPPBEAME) PL. PLATE (Y= ROOT:3 4'MA RATED S1UR0-I-FLOOR 058 40 DEO(FTUYNG o
58 FORME PL PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE ASS W1.4KW1.4 WELDED WIRE FABRIC CR - SHEARWALL•7/16'C-0 W/EXTEPoCR GLUE SEE SCHEDULE SHEET 51.1
DML DOUDEFORMED BAR ANCHORS PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPLICE I u u LEDGER u u u -o
DCW DEMAND CRITICAL NEWPLMBG PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCE SCHEDULE ON SHEET 56.4 REINFORCING STEEL AT ALL WALLS SLABS AND FOOTINGS ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAINUNLE _
DEPT. DEPARTMENT PLYWO
. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCE SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PERPENDICULAR TO SUPPORTS AND N A STAGGERED PATTERN IRBNG J NOTED O7HERMSE
PSF POUNDS PER S7UARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEARING OINTS SHALL NOT41
BEL DETAIL PSI POUNDS PER SQUARE INCH COEFFICIENT O FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BE REQUIRED UNLESS NOTED OTERNSE PER PLAN.SHEARWALL SHEATHING SHALL BE n
OF DOUGLAS FIRP.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS 0 BLOCKED AT ALL EDGES NTH 20 CR 3X FRAMING PER SHEARWALL SCHEDULE e
Pk DIAMETER
TIAL DIAGONAL PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH SCALE:1/4•=1•_p• o
MPH. DIAPHRAGMALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES Y p
DIM. DIMENSION QTY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEERFORMED SURFACE EXPOSED TO EARTH OR WEATHER 4,
1 DECK FRAMING PLAN s
ON. DOWN p5 AND SMALLER 1 1/2' -
D.O. DITTO(REPEAT) R RADIUS 0141,2 INSPECTIONS AW SPECIAL 81SPECTIOMS a
¢
DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIREDSHALL
REINFORCING STEEL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE
D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT MORIECTURAL YAMIFACTIED RAL SYSTEM ABS CONNECTOR SEE ARQ6TCNHAL MANUFACTURED RM SYSTEM AND CONNECTION
DWG. CRAWNG(5) RCE' REFERENCE AS NOTED N THE DESIGN DRAWINGS WELDING OF REINFORCING STEEL SHALL NOT BE FOR All FLASHING DESIa BY OTHERS-DEFERRED SIBYTTAL Yr FOR AU.FLASMNG OSa BY OSERS-DEFER1O)SUBMITTAL y,, w
DWI_ DOWEL(S) RETNF, RQNFORCEYENT(ING) SPECIAL NSPECTONS ARE NOT REWIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS DETAILS ENGINEER O RECORD TO RENEW RAL I DETAILS DIONO R O RECORD TO REVIEW RAIL -04 v
REO. REQUIRED OTHERWISE REQUIRED BY THE BUILDING OFFICIAL ON THE DESIGN DRAWINGS CONNECTION Fa HM CONSTRUCTION CONNECTER FOR RDA CONSDMCTON -
(E) EXISTING R.F. Popp FRAME COIPATABWtt. OMPATABMY.
(A EACH R.O. ROUGH OPENING 01401:STRUCTURAL OBSERVATION F"-:( • PER PLAN W u
E.C, EACH END RS ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REWIRED. OB071:PRESERVATIVE TREATED WOOD PRCOUQS I " u z
PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOOD THAT FORM P.T.7X6 DIAGONAL BRACE I31 0.137XY NPLY
E.F. EACH FACE SCH SCHEDULE 01401:QUALITY ASSURANCE REIINELExu STRUCTURAL SUPPORT OF THE BUILDING.BALCONIES PORCHES OR SIMILAR PERM W/(3)00.EA UST, 5T TD BEAM NOTE IF 07112 HARDWARE o I I z
E.3 EXPANSION JOINTIt
Bin TO JOST LOCATED IN SECOND BAT Z u
EL ELEVATION BCL STRUCTURAL COMPOSITE WOOD THE WAUTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER MTHW7 ADEQUATE PROVIDE BLOODING BOTH
SCHED. SCHEDULE _ RICO TO BEAM BAYS
ELEV. ELEVATOR NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATIONAJNOTED IN SECTION 01401 PROTECTION FROM A TOO,EAVE OVERHANG OR OTHER COWERING TO PREVENT '''/ Y`
SHL SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENT/MON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN M a -��.5 `�.«�_ `'
DIM EYBED(MENT) SIM. SIMILAR HAS BEEN PROVIDED. n�� I- BHT ► rni I LWT r rrr
EN EDGE NAIL S.J. SHRKKAGE CONTROL JOINT ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRE �2`;. tPym�MII �'t� i �I`1�'`NFIEI I , r 2y�w��
ENG ENGINEER SON SKE8)ED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY •FQUNDATa WALL LESS THAN B LACHES FROM EXPOSED EARTL ',:- fJiWI MIL � ��`ai+ {{{{ 'I II �A(IVIIIII
E0. EQUAL {{{{
EOPT, EQUIPMENT S.O.G. SAB ON GRADE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS Sd;NOT EXCEEDING a50g - r ;,.TJX,.
E.W. EACH WAY SAC. SPACES)(NG) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A
EXP. EXPANSION SPEC. SPEQFICATON(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR`WINO EXPOSURE B WHERE BASC WIND CONCRETE SAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH.EXCEP; '- .JOIST BLOCKING I, \ ITT2Z PFR PLAN DTITZ PER RAN
ESST. EXBNNG SIT SQUARE SPEED IS LESS THAN 120 MPH.
EXT. EXTERIOR STD. STANDARD L IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 2)4128'DA LedgaLok 4' TRIM RE-ARIH ''r"4
STGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE ASTENERS W/7 ISN. (�
FAQ FABRICATION STIFF. rnFFENER(s) STRUCTURE. BARRIER 1PERORATION%AT A JOISTS PER PLM EA/ELN EA -4444
FB FLUSH BEAM STIR STIRRUP(S) ^�
FON. FOUNDATION SIL STEEL 2 IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE - PER PLAN VL./
F.F. FINISH ROOK STRUC STRUCTURAL 01705 EXMIT ON REQUIREMENTS BUNTING PERIPHERY AND SUPPORTED BY A CONCRETE PER OR FED MORE •T LEDGER 11 WIDTH TO MATCH
INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN B INCHES FROM EXPOSED GROUND AND SEPARATED THEREFR. AN Y WI
FIR FLANGE ) SIRUCT. STRUCTURAL CODES IMPERVIOUS MOISTURE BARRIER. 16-.VIDE
MAXDaCssY AT NOTE: POST shall
BEAM CAP PC
RG FLANGE SUSP. susPENOEO(na) LOCATE ASST.MINN 4 x 58-TOURfil
FLR FLOOR SWAM. SYMMETRICAL ' FEET Q EACH END O
FN FIELD(FACE)NAIL 030012 STE WISTRUCTION 3. SLEEPERS AND SILLS a A CONCRETE SLAB ON GRADE THAT DOES NOT DECK
F.O. FINISHED OPENING L TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION NTH EXPOSED EARTH.
EEL FACE GE CONCRETE TAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION c SCALE:3/4'=Y-0' ` SCALE:3/C=1'-0'
FAIL FACE OF MASONRY TEMP, TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES. 4. LEDGERS AND FURRING ATTACHED DIRECTLY0.6 TO THE INTERIOR OF EXTERIOR
FQS FACE OF STUD TAG. TONGUE ARD GROOVECONCRETE a:MASONRY WALLS BELOW GRADE, 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS
F.O.M. FACE OF WALL THE, THICKNESS) 02285 EXCAVAII N SUPPORT AID PROTECTION •4 Cl)FHM. FRAME(ING) THRD. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DON TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' e
FS FAR SIDE 714 TOE NAIL
MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (ANDA)SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS
AREAS SHALL BE BACKFILLED NTH LEAN CONCRETE OR PER GEOTECHNICAL PAST BRAC NG FOR NOTE PROVIDEFT. FEET(FOOT) T.O.S. TDP OF SIEATHNG(SLAB)
RECOMMENDATIONS AT THE CONTRACTPOSTS EXCEEDING 7 BRACE a ONE SDE
FRIT ERE RETARDANT TREATED 1000 TAW. TOP O WALL ORS EXPENSE ALL FASTENERS(NAILS,BOLTS ANCHOR BOLTS PLATES HANGERS,ETC.) 7
FTG FOOTING TIMMY. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT 0-185 HOT DI yALVANZED FEET TALL 5/8'BMX 6 1/2" BOLT T AT DO POST
L.S. TOP O STEEL EXCAVATION SLOPES STALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 OR STAINLESS STEEL (ORM)-(TMP) CONDITION. O 1--)
GA. GAUGE TIP, TYPICAL SPECFIED BY LOCAL,STATE.AND NATIONAL SAFETY REGULATIONS
GALV. GALVAMZE(D) U.N.O. UNLESS NOTED OTHERWISE NSTALLATION OF CONSTRUCTION SHORING,IF REWIRED.SHALL BE PER TIE STORING ORE BRACE 4X6 BRACE ATPENO POSTS ,� a
IS GRADE BEAM DRAWINGS NOTES AND SPECIFICATIONS
QB GLUE LAMINATED BEAM U/S UNDERSIDE DEOONG PER t� •'•'0 x"
GRD. GRADE 061012 ROUGH FRAMING 'l
MB GYPSUM WALLBOARD V. VERTICAL SAN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BU ARCH 0) II--O��
GYP. GYPCRETE VERT. VERTICAL '(FADING AND DRESSING RU 'NO.TiLATEST EDITION. SAWN LUMBER BE) 2.BOG H
LE
VE VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PRO MBER FN-,
H. HORIZONTAL FROM WEARER AND PROVIDE FURTHER DRYING OF ASSERTED FRAMING INNATE ' 2 ' I/ /r V 'd
HD MOL.00NN W. WIDE(WIDTT) W000 SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT W;M, '{'M 1{%M{{f
H.0.G HOT DIPPED GALVANIZED W/ NTH CONCRETE CR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O.PER PLAN. LUMBER 1 /,,T
HDR. HEADER W/O WITHOUT SPECIES GRADE,AND PROPERTIES FOR EACH USE OCATION SOUL BE AS FOLLOWS `V /'1 0
HGR HANGER WO. 110(3 0.140.PER PLAN/SCHEDULE: n WAIF ® I I--4 L1
HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS FE Fr Fcp Fe E '� r V"4 Et O
HOR2 HORIZONTALEADERW.P, WORK POINT JOISTS USE/LOCATION SPECIES GRADE (Ps)(PSI) (PSI) (PS)(PS)
HR HEADER W.S. WELDED STUD
H.SB. Ma STRENGTH BOLT WT. WEIGHT 2X 35 HEM-FIR NO.2 850 150 405 1300 1.3E6 PT 2UD2 STRINGERS PU-I
HT. HEIGHT W.W.F. WELDED WIRE FABRIC
AT is-50 MG MAX • DO
I.D. INSDE DIAMETER X-STG EXTRA STRONG LEDGERS :. LSC SRAM TO RN C� O
LE INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG 2X 3X DOUGLAS FlR-LARCH NO.2 900 180 625 1350 1.6E6 5/8'DIA LAG BOT OR ["�
LF. INSIDE FACE YARD 4X DOUGLAS FIR-LARCH NO.1 1000 180 625 1500 1,7Efi 5/8'THRU BOLT(CIRSNK)
YD PY P.T.POST PER PUN
BEAMS AND POSTS ,� (MAX 60011=10-0') STRINGER TO DEC(
4XDOUGLAS FIR-LARCH NO.1 900 180 625 1350 1.6E6 ma 3/4•=I.-o' TALL POST BRACING SD 1
6X DOUGLAS FIR-LARCH NO,1 1200 170 625 1000 1.6E6 4 NOT USED 5 TYPICAL DECK DETAILS